HomeMy WebLinkAboutEngineered Plan - 2018COGgWELLPATH KEY:
COG ---- SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION
-In PROPOSED CONTOUR: ••------•--•• 2" PEASTONE OR FILTER FABRIC
EXISTING SPOT ELEVATION: 25.5 FLOW ESTIMATE: FIRST FLOOR COVERS WITHIN 6"
LOCUS �' PROPOSED SPOT ELEVATION: 25.5 3 BEDROOMS AT 110 GAL/DAY= 330 GAL /DAY 101.40 OF FINISHED GRADE 3/4" - 1 1/2" DOUBLE
WASHED STONE
FINISHED G INSPECTION PORT
f TEST HOLE: t n FOUNDATION yuti -
TOP OF
UTILITY POLE: -0- SEPTIC TANK: ` ' =^� :,,. ;n;.\„'\ ;RADE ELEV.- 95.49
mtir FENCE LINE: �=�,�•.
to �t KRISTEN PATH HYDRANT: �- 330 GAL /DAY x 2 DAYS = 660 GAL 3' MAX.
�4 COVER
N RETAINING WALL: ® USE 1000 GALLON SEPTIC TANK (EXISTING) 9 .05 _ 1/4" per ft - C MIN)
WARBLER LN ELEV. 95.85 1/4" per ft
4 LEACHING AREA: ELEV
(EXISTING) . 95.35 95.18
25.0' USE 2 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH 96 1 ELEV. ELEV. " ' 22.66
LOCATION MAP , ELEV, D -BOX H ° ° ° ° ° ° ° H ELEV.
LOT 100 (21,000 SF) 4' OF STONE ALL AROUND (25'x 12.8'x 2' DEEP) (6" OF STONE UNDER OR 4' 4'
ASSESSORS MAP: 76 PARCEL: 106 1000 GAL MECHANICALLY COMPACTED) 25'x 12.8'
N ,,,.
PLAN BOOK: 222, PAGE: 63 SIDE AREA: (25' + 12.8') x 2 x 2 = 151 SF (0.74) = 112 GAUDAY SEPTIC TANK
2 - 500 GALLON CHAMBERS WITH
CURRENT ZONING: R40 TEE SIZES: (TO BE CONFIRMED) 4. 4' OF STONE ALL AROUND
BOTTOM AREA: 25'x 12.8' = 320 SF (0.74) = 237 GAUDAY INLET: 6" U , 13" DOWN
MINIMUM BUILDING SETBAKS: ELEV. (25'x 12.8'x 2' DEEP)
FRONT: 30', SIDE: 20', REAR: 20' LEACH AREA DETAIL OUTLET: 6" UP, 14" DOWN
CAPACITY = 349 GAL/DAY GAS BAFFLE
MAXIMUM BUILDING COVERAGE: 25% AT OUTLET TEE
EXISTING AND PROPOSED COVERAGE: 8.6%
N14' 11'
PROPOSED 14'x 16' -.--PROPOSED 4' TH-1 97.0
3 SEASON ROOM DECK EXTENSIONTEST HOLE LOGS ELEV.
DECK 8° FILL
16' dk sh art bed ENGINEER: THOMAS McLELLAN, P.E. 0/A HORIZON
studio room LOAMY SAND
WITNESS: PHIL RENAUD21„ 10YR 5/2 95.3
EXISTING DATE: 9-27-18
DWELLING B HORIZON r pERC AT 32"
PERCOLATION RATE: < 2 MIN/IN
2nd floor 84" 10YR 5/8 AND 94.8
GARAGE porch C HORIZON
MEDIUM SAND
2.5Y 7/4
PROPOSED ADDITIONS
TOTAL BUILDING (ROOFED) AREA =1,796 SF
1,796 SF / 21,000 SF = 8.6%
M18-59
II
1a
BENCHMARK AT
TACK IN RIGHT CORNER
OF TIE AT HOTTUB
ELEVATION = 99.30
I
98 Shed g 9
-,.�
9e of
\ \ th-1
GARDEN %
existin
1000 ggallon
septic -tank
T 1
/ '(LP)I f/ o
DECK
dk sh
dining bat bed
room living room
room
kitchen bed
.garag2j porch room
1st floor
EXISTING FLOOR PLAN
YQ >r;;iaoutli Health, Department
Name Date
N
S 83°09'52 W
Septic e1.=97.63
m
j
re
\�"OF6TERRA'NN rl�lflr7
Or
132"1 1 86.0
NO GROUND WATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST T OF PIPE OUT OF D -BOX TO BE SET LEVEL,
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12, THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING LEACH PIT IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
a�C�C OM[�D
Gu; !;14 2018
HEALTH DEPSITE PLAN
T. _ �
fQf,.
9 rtar4 �mL9.a V:
arae., ..:f cd
LOCATION:
AT W. YARMOUTH
136 WEBBERS PATH, W , MA
PREPARED FOR:
DENNIS MACK
DATE: 9-28-18 SCALE: 1" =30'
1q13118 v
BASS RIVER ENGINEERING
N, P.O. TiZMAS J. McLEBOX 1163, EAST DENNIS, MA 02641
P.E.
508-364-9048
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101
Co f+')
100
99
lu
.
mi
PAVED
9� DRIVE
ao
\
,
GARAGE
/101
`Pio moo,
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EXISTING
3BEDROOM
DWELLING
DECK
top fnd.= 101.40
CD
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F
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dk
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98
99
o [L] �
Stockade Fence
M18-59
II
1a
BENCHMARK AT
TACK IN RIGHT CORNER
OF TIE AT HOTTUB
ELEVATION = 99.30
I
98 Shed g 9
-,.�
9e of
\ \ th-1
GARDEN %
existin
1000 ggallon
septic -tank
T 1
/ '(LP)I f/ o
DECK
dk sh
dining bat bed
room living room
room
kitchen bed
.garag2j porch room
1st floor
EXISTING FLOOR PLAN
YQ >r;;iaoutli Health, Department
Name Date
N
S 83°09'52 W
Septic e1.=97.63
m
j
re
\�"OF6TERRA'NN rl�lflr7
Or
132"1 1 86.0
NO GROUND WATER ENCOUNTERED
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST T OF PIPE OUT OF D -BOX TO BE SET LEVEL,
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED T WITHOUT VARIANCE.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12, THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE
PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY
REPRESENT A FULL DETAILED PROPERTY SURVEY.
13. EXISTING LEACH PIT IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
a�C�C OM[�D
Gu; !;14 2018
HEALTH DEPSITE PLAN
T. _ �
fQf,.
9 rtar4 �mL9.a V:
arae., ..:f cd
LOCATION:
AT W. YARMOUTH
136 WEBBERS PATH, W , MA
PREPARED FOR:
DENNIS MACK
DATE: 9-28-18 SCALE: 1" =30'
1q13118 v
BASS RIVER ENGINEERING
N, P.O. TiZMAS J. McLEBOX 1163, EAST DENNIS, MA 02641
P.E.
508-364-9048